混合效應設計 的英文怎麼說

中文拼音 [húnxiàoyīngshè]
混合效應設計 英文
mixed effect design
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : Ⅰ名詞(效果; 功用) effect; efficiency; result Ⅱ動詞1 (仿效) imitate; follow the example of 2 ...
  • : 應動詞1 (回答) answer; respond to; echo 2 (滿足要求) comply with; grant 3 (順應; 適應) suit...
  • : Ⅰ動詞1 (設立; 布置) set up; establish; found 2 (籌劃) work out : 設計陷害 plot a frame up; fr...
  • : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
  • 混合 : (攙雜在一起) mix; blend; mingle; admix; mixture; mix up; interfusion; commixture; blending; cre...
  • 效應 : [物理學] effect; action; influence
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. The experimental results further demonstrate that the combination of incompatibility polydimethylsiloxane and polyacrylate by co - vulcanization improves the both compatibility and broadens the low temperature and high temperature functional region. while in sin, to improve microphase structures and damping properties, the design to increase compatibility between two compositions and modulate crosslinking density as well as relative reaction rate of two compositions, is also effective

    以上實驗結果表明,在復橡膠阻尼材料中將聚硅氧烷與聚丙烯酸酯通過共硫化相結,改進了二者的相容性,拓寬了其阻尼功能區的低溫和高溫溫域;而在sin中通過改善組四川大學博士學位論文分間相容性,調節交聯密度控制其微相結構和兩種組分相對反速度的快慢,進而控制材料阻尼性能的是行之有的。
  2. For design calculations, it is usually adequate to use the theoretical value for the approximate mixture ratio, corrected by a typical combustion efficiency factor.

    對于算,採用相比的理論值,並用典型的燃燒率系數來修正,通常這樣做是恰當的。
  3. To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering

    為滿足建築物大空間和靈活隔斷要求,在高位轉換層結構中採用迭層空腹桁架結構.首先分析了其受力性能,得出了空腹桁架各構件理的截面剛度以及布局形式.然後結一實際工程,進行了兩榀迭層空腹桁架轉換結構模型( 1 : 8相似比)的豎向荷載下靜力試驗以及擬動力試驗.其中一榀為普通凝土迭層空腹桁架,另一榀配置了預力和鋼骨凝土,對比分析了兩模型的層間位移比、骨架曲線以及等粘質阻力系數等抗震性能的比較,並進行了彈塑性動力分析.試驗和分析結果表明,配置預力和型鋼凝土的迭層空腹桁架轉換結構具有良好的抗震性能,可以成功地解決迭層空腹桁架作為轉換層結構所產生的弊端問題,最後對這類轉換層結構提出了相建議
  4. The experimental study of twelve push - out specimens with different hole molds and different materials filled in holes and two composite steel - fdpcp ( full - depth precast concrete panels ) beams of a full shear connection and different hole mold, as well as a composite steel - fdpcp beams of a partial shear connection and square holes was conducted in this paper, the authors gain following results : three composite steel - fdpcp beams all have good composite action and perfect work behaviors as a whole and the composite steel - fdpcp beams is a new - style structure which should get further research and development

    摘要對12個不同預留孔形、孔內不同填充材料的推出試件及2根不同預留孔形的完全剪力連接與1根部分剪力連接的鋼凝土預制板組梁進行了試驗,結果表明,只要預留孔形理,灌孔凝土強度得當,鋼凝土預制板組梁就具有良好的組和整體工作性能,是一種有發展前途和廣泛用領域的新型組結構。
  5. Aiming at such problems in combustion system of homemade middle and miniature boiler, as a complex system with the character of dead zone, time variation, serious non - linearity, large time delay, coupling and a lot of disturbance, this paper presents a new set of optimal control resources. by using well - matched control method on system, stable automatic running is realized. having the serious divulgence coals difference a lot from each other in character, instability of chemistry, value of lowest emission of heat, home - made boiler controller is not at all ideal. instead of traditional model that controls the ratio based on proportional control or with the correct signal of the amount of oxygen, this paper, combined with intellect control theory - - fuzzy control and self - optimizing concept, propounded a kind of fuzzy self - optimizing controller to be used in air supplying system of the boiler, and expatiates on the idea of dividing the control process into two parts, dynamic and static to realize, thus meets the demand of homemade boiler economic running

    針對國產中、小型電站鍋爐燃燒系統參數時變、嚴重非線性、干擾因素復雜、耦嚴重、模型不易確定的特點,提出多變量協調控制方案,解決了系統可控性差,難以實現穩定自動運行的問題;在此基礎上,改變以往以煙氣含氧量控制送風的傳統模式,針對國產電站鍋爐備主體及一、二次送風迴路泄露嚴重,煤種雜、成分不穩定、燃燒發熱值低、燃燒率不高等問題,用智能控制理論中的模糊控制技術,結自尋最優控制的思想,了一種模糊自尋優控制器,用在電站鍋爐送風控制系統上,並闡述了動靜態兩種實現途徑,通過在線優化風煤配比,實現最佳經濟燃燒,切實保障了鍋爐的經濟運行。
  6. This paper unfolds engineering disposition and theoretical research of negative temperature high performance concrete ( nthpc ) with the damage of many factors motivation, the project background based on qing - zang railway engineering, which is one of four - emphasized engineering during the tenth five - plan. due to the difference of environment of construction and service between nthpc and ordinary concrete, and therefore durability of nthpc is required to higher level. at a first, nthpc must avoid frozen damage at early age and possess anti - freezing property at later period, in order to meet engineering practicable application need, and this are two emphasized and difficult problems, as for nthpc ; by means of mechanism analysis about deicing - agent ingredient and anti - freezing at early period, adopting composite technique routine of mineral addition + anti - freezing element + water - reducer4 - air - entraining + anti - erosion of steel component etc, based on orthogonal experimental approach, fd - 1 composite functional admixtu re was manufactured, which has more property and orientation on qing - zang railway

    負溫凝土由於和普通凝土在施工環境及服役環境上存在的差異,因此表現為比普通凝土更為較高的耐久性要求;負溫凝土首先要避免早期的凍害以及具備長期抗凍性能,才能夠滿足工程實際用的要求,這也是負溫凝土必須解決的兩大技術關鍵;通過對目前常用防凍劑組分作用機理的分析研究及凝土早期防凍機理探討,採用礦物外加劑+防凍組分+高減水劑+引氣+阻銹組分功能復的技術路線,通過正交試驗復配了適青藏鐵路工程要求的專用多功能復型外加劑fd - 1 ;並在此基礎上配製不同等級負溫高性能凝土,開展一系列包括硫酸鹽侵蝕、氯離子滲透、抗凍融循環、收縮及耐磨性等耐久性能研究;通過對fd - 1組分和摻量的調整,優化負溫凝土在施工特性、力學指標和耐久性三個方面的兼容、協調性。
  7. Therefore, it is necessary to get temperature mode and its effect on the stress and the line deformation in one region of our country by theories and experiments. it can be used in the bridge design, which makes a reasonable time to construct, sprinkle concrete and control appropriate temperature on key constructing processes

    因此,有必要通過實驗和理論等研究工作,得到適於我國或某一地區的大跨度pc連續梁橋的溫度場分佈規律及其溫度,可以用於指導,確定施工立模及凝土澆注的理時機,對關鍵的施工工序進行適當的溫度控制。
  8. By adopting the iodide - iodate reaction system as an index, the distribution of segregation index ( x ) along the radial direction of packing and the effects of different operational conditions ( e. g. rotational speed, flow rates ) on micromixing efficiency of a novel rotating packed bed ( rpb ) have been investigated

    通過一臺能實現沿程取樣的旋轉填充床,同時通過採用一種平行競爭微觀體系碘化物碘酸鹽反體系,考察了填料的不同徑向位置離集指數的分佈及各操作參數對旋轉填充床微觀率的影響。
  9. Fabrication of the box beam is divided into such parts as reinforcement, formwork, concreting, prestressing, moving and storing of beam, pipe grouting under pressure, end sealing of the beam, water - proof layer on the bridge surface system, protective coating etc. the paper makes description of effective box beam construction technology and workmanship which can be adopted in other projects, such technologies as : manufacturing and fixing of reinforcement, steel reinforcement fixing baseplate, web plate and top plate respectively and lifting the steel skeleton into form, requirements of design and manufacturing and way of utilization for dismantling - erection type formwork and hydraulic formwork, optimization of concrete ratio, concrete pouring process of two ends of beam in priority over the middle, in sequence of first baseplate followed by web plate and top plate at last, concrete pouring in inclined section and in horizontal layer, concrete vibration mainly by external vibrator in assistance with internal vibrator, methods and regulation for steam curing of concrete, dual controls over stress and strain to ensure quality of prestressing workmanship, construction method of effective beam moving by heavy - weight special moving facility, some regulations and key notes about construction of grouting under pressure, beam ends sealing, water - proof layer on the bridge surface system, protective coating

    箱梁製造由鋼筋工程、模板工程、凝土工程、預力工程、移存梁工程、孔道壓漿工程、梁體封端工程、橋面防水層和保護層工程等施工環節組成。文中介紹的採用胎具製作和綁扎鋼筋,分底腹板和頂板分別綁扎並吊裝鋼筋骨架入模;拆裝式和液壓式兩種模板的、製作要求和使用方法;綜考慮、優化凝土配比,凝土灌注從兩端至中間、先底板、后腹板、再頂板的施工順序和斜向分段、腹板水平分層、附著式振搗為主、插入式搗固為輔的施工工藝,蒸汽養護的方法和規定;變雙控制確保預力施工質量的施工技術;採用重物移運器有移梁的施工方法;壓漿、封端、橋面防水層和保護層施工的一些規定和注意事項等都是對箱梁製造行之有的施工技術和施工方法,並可為以後類似施工作借鑒。
  10. In this article, the steel fibre is a kind of industrial wastes - stainless steel fibre dregs. the use of it is helpful in comprehensive utilization of resource and environment protection. the author of this article used orthogonal test design, arranged the test scheme scientifically, selected material, at last yield a high strength concret, whose strength exceeded c60, mainly by using 42. 5 ordinary portland cement, silica fume, superplasticizers, stainless steel fibre dregs and so on

    本文所用的鋼釬維是一種工業廢料?不銹鋼纖維渣,它的用有利於資源的綜利用和生態環境的保護本文在廣泛閱讀國內外有關資料的基礎上,採用正交,科學地安排試驗方案,精心選擇材料,用42 . 5普通硅酸鹽水泥、硅灰、高減水劑、不銹鋼纖維渣等材料,採用常規工藝配製出了強度達到c60的高強凝土,並且通過對試驗數據的分析,給出了最優配比方案。
  11. On the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper

    在作者提出的現代預凝土結構荷載建議的基礎上,給出了理考慮次彎矩和次軸力影響的各類預凝土結構正截面極限強度算建議。
  12. Abstract : on the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper

    文摘:在作者提出的現代預凝土結構荷載建議的基礎上,給出了理考慮次彎矩和次軸力影響的各類預凝土結構正截面極限強度算建議。
  13. This dissertation mainly investigates the problem of multi - objective cooperative optimization on the design of the mixed - model flow manufacturing. based on the cooperation design ideology, the cooperative and mutual effect of balancing and scheduling of mixed - model flow line is taken into consideration in the design, thus, the design is balancing - to - scheduling and scheduling - to - balancing

    本文主要研究流水生產系統中的多目標協同優化問題,基於協同的思想,綜流水生產系統中平衡與排產兩個方面的協同和交互,進行面向排產的平衡和面向平衡的排產
  14. After particularly researched the cryptogram algorithm of des, rsa, ecc, with which the virtue and shortcoming of performance in practice using is analysed. through which a hybrid ecryptogram system based on the des and ecc is designed, and also the flow of this cryptogram is provided. with this cryptogram, the problems of conservation of key and velocity of operation which aroses from using des, rsa algorithm singly is it resolved, and the securities of the system is improved

    然後論文在詳細研究des 、 rsa 、 ecc等加密演算法的前提下,分析了它們在實際用中性能上的優缺點,進而,了一種基於des和ecc的加密體制,給出了演算法的實現流程,解決了單獨使用des 、 rsa演算法所帶來的密鑰保存不方便和運算速度較慢等問題,有地提高了系統的安全性能。
  15. The concrete used in testing bridge is monitored and some performance at definite age including compressive strength, splitting fensile strength, frost resistance, scaling frost resistance, chloride ion diffusion coefficient ( dcl - ), resistance of carbonization and pore structure by mercury porosimetry are tested. these performances are compared with that of concrete which designed by traditional method. the results show that mechanical properties of concrete designed by high durability concrete proportion and traditional method meet require ment at any age, however, frost resistance, scaling frost resistance, chloride ion diffusion coefficient ( dcl - ), resistance of carbonization and pore structure of the former are better than the latter, so high durability concrete is economic benefit

    對試驗橋用凝土的質量進行監控,並成型試件測量所需齡期內的抗壓強度、劈裂強度與抗凍融、抗鹽凍、氯離子擴散系數( dcl - ) 、抗碳化等耐久性能指標及孔結構,並與傳統凝土進行對比研究,結果表明:高耐久性凝土及按傳統配凝土的力學性能均能滿足相齡期的要求,但前者的抗凍融性能、抗鹽凍性能、抗碳化性能、 dcl -和孔結構明顯優於後者,並具有明顯的社會經濟益。
  16. The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project

    工程中,壩型的選取顯得尤為重要,特別對于壩基有深厚覆蓋層的堆石壩,心墻和壩基防滲墻的力和變形是壩體、壩基最敏感的部位,方案是否安全、科學和理,對大壩防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲、壩基凝土防滲墻與壩體防滲體銜接形式及工程實際果,為下坂地水利樞紐工程深厚覆蓋層基礎防滲的方案選擇提供了參考;在吸收和歸納了國內外堆石壩的研究成果的基礎上,對粘土心墻和壩基垂直防滲方案、瀝青凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案,分別按竣工期和蓄水運行期的不同工作情況進行了有限元非線性算分析;對左岸高陡邊坡的大壩防滲體與基礎凝土防滲墻的不同結型式進行了三維有限元靜力算分析和研究;對凝土防滲墻不同彈性模量對墻體力和變位的影響進行了三維有限元靜力算分析和研究。通過對不同方案的算分析和研究,比較全面的了解了各方案壩體,尤其是防滲體的力和變形分佈規律,為壩型選擇、壩體結構、基礎防滲墻與壩體防滲體的結型式以及塑性區大小的確定提供了重要依據。
  17. Firstly, the paper retrospects the development of eso and tries to probe into the theoretical field : the explanation of it ' s definition, the conclusion of it ' s characters, the comparison of eso and other stock inspiration system, followed by the analysis of it ' s theoretical basis and incentive effect ; meanwhile, the paper probes into the realistic situations of eso in usa and china in order to seek the regulation and draw the advantages and disadvantages ; to this part, the paper takes the following four items as the main barriers to eso ' s implementation in china : the over restriction of current law system, the low efficiency of the market, the poor corporate governance structure and a lack of a reasonable performance index system, and elaborately analyze the impacts of the obstacles on eso ; after the analysis made above, the paper gets down to taking some methods to solve the problems in accordance with the characteristic of the barriers. as far as the internal defects of the mechanism are concerned, the paper begins with the scientifically design of the key components, studying the aspects of bestowal, change, loss, the executive method and the executive time. then the paper focuses on designing a performance index system which is an essential part of eso, introducing the bsc to improve the present performance index system, under the reasonable guidelines resigning it at both the levels of company ' s and employee ' s levels. finally, as regards how to perfect the outside surrounding of eso, the thesis makes some suggestion

    本文首先回顧了股票期權制在國內外的發展及較為詳盡的分析了股票期權制度的相關理論:闡述了其涵義,特徵,理論基礎,激勵並於其他幾個較易淆的股權激勵機製作逐一的比較,以進一步澄清人們對其的錯誤認識;同時,對股票期權制在美國和我國的現狀進行深入的實證研究,探求其內在規律,在肯定其成果時指出其不足;至此,筆者認為,我國上市公司要推行股票期權制度將主要面臨以下四類障礙:公司治理結構不完善、市場有性差、現行法規體系不完善及缺乏客觀的業績考評指標體系,並詳細分析了各類障礙的現狀及對股票期權制的負面影響;在此基礎上,針對各類障礙的不同性質,著手探討消除這些障礙的措施:對于股票期權制內部的缺陷,本文先對各個關鍵要素進行科學,系統的剖析了贈與、變更、喪失、執行方式、股票來源等技術性問題,再以大量篇幅研究了如何構建出一套與實施股票期權制相配套的業績考核指標體系,引進平衡分卡的思想對國內現有的指標體系加以改進,以一組理的評價原則為指導,從公司及員工個人業績考評兩個層面上來該指標體系。
  18. In this paper, the so preparing self - compacting concrete with low and middle strength using super fine mountain sand artifical sand and phosphorus slag is studied systemically. through the study the influence of the shape, the proportion of the dust and the grade of sand to the workability and the mechanical property of self - compacting concrete, it is found that super fine mountain sand artifical sand are not suit to prepare low and middle strength self - compacting concrete, but when they are combined and the additive and assistant band material are used, c20 - c40 high performance self - compacting concrete is prepared ; the corresponding additive is developed to solve the delamination caused by the low proportion of banding material ; the evaluating system for the workability of low and middle strength self - compacting concrete is built ; the controlling method for production, construction and curing was set up. and the result of the research is applied into several projects

    通過分析特細山砂和機制砂的顆粒形態、粉末含量、顆粒級配等特性對自密實凝土的工作性能和力學性能的影響,發現特細山砂、機制砂不宜單獨用於配製中低強度等級自密實凝土,宜將特細山砂和機制砂進行理復配,並選擇適的外加劑和礦物摻料,優化配,可生產c20 c40中低強度等級自密實高性能凝土;研製開發出了具有高減水、保塑、抗離析功能的外加劑,有解決了中低強度等級自密實凝土由於膠凝材料用量少而出現的離析、泌水問題;用正交方法,對因素和水平進行理選擇,確定了生產中低等級自密實凝土的最優配比;建立了中低強度等級自密實凝土的工作性評價體系;提出了生產、施工及養護的質量控制技術方法。
  19. It ' s the first time clearly and systematically to present the concepts of restraint influence coefficient of steel to strain increment, to curvature increment and to deflection increment due to creep which are different each other. theoretical formulae are established, and approximate formulae are also obtained while considering the characteristics of common - used concrete and ambient condition of real bridges in china. so, an approximate restraint influence coefficient method to analyze the effect due to creep and shrinkage in pc bridges is put forward, and the equations to estimate second - force due to creep considering influence of steel in system - transferred continuous pc bridges is also established

    本文首次清晰而系統地提出了鋼筋對徐變的不同(徐變變、徐變曲率、徐變上拱)約束影響系數的概念,建立了相算式;結我國普遍採用的凝土的徐變特性和橋梁的構造特點及工作中南大學博士學位論文摘要環境特徵,給出了具有較高算精度的實用算式;在此基礎上,建立了橋梁徐變近似分析的鋼筋約束影響系數法,並推導出了考慮鋼筋影響的超靜定梁徐變次內力的近似算式,可方便地用於橋梁研究和中。
  20. Referred and analyzed the developing and researching achievement of high turbulent combustion chamber on diesel engine in the world, the grooved combustion chamber is designed and developed based on the rationale of designing high turbulent combustion chamber and employed the effect of the grooved of the combustion chamber wall on the spray impingement

    在分析和參考國內外柴油機高紊流燃燒系統開發研究成果的基礎上,根據高紊流燃燒室的理論基礎,利用矩形環槽對燃油噴霧撞壁能加速氣形成的機理,開發了在燃燒室側壁上加工有矩形環槽的燃燒室方案。
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